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SC001 BASE STORY Strong column/weak beam criteria is not fulfilled.

AISC 341-16 E3, and TBDY 2018 9.3.2 and AISC 341-16 E3, in the earthquake direction considered, at each beam-column node of highly ductile steel frames with high ductility level special moment transferframe. In accordance with the requirement that columns are stronger than beams, the condition must be met.

Mathinline
body--uriencoded--$$ \normalsize \dfrac%7B \sum%7BM%5e*_%7Bpc%7D%7D%7D%7B\sum%7BM%5e*_%7Bpb%7D%7D%7D > 1.0 $$

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The Condition That Columns Be Stronger Than Beams

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